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IAf02LiE.
TRACT NO, 5606 - PHASE
GRADING PLANSmithTech.USA
INCORPORATED
BANK OF AMERICA TOWER
1430 TRUXTUN -AVE. - SUITE 720 dd
BAKE RS FIE LD,.CA 933.01 ROBE R'T E.' SMITH RCE 35473 DATE
(805) 327-8492 FAX 327-8493 JOB NO: 96-109.01SHEET OF SHEETS
R/ wuv
10,
2_1
FL
6�1
20'
,.2'o
to mat mut- ri_
/fizz .33' x 5' SIDEWALK
PER PLATE R-53 OF K.C.D.S4
TYPE 2-A (TYP)
CA c
-'4175
A2-6 OM & GUTTER
PER PLATE R-4.3 Of K.(,D.S.
CROSS SECTIgN 60 L/W r1p
.ATE R-9 N.T.S.
TYPE "A" LOCAL STREET
BENCH- ARK SET:
CHISELED SQUAF E ON TOP OF CURB 1V EAST OF EAST
END OF CURS -R
TURN ON SOUTHEAST CORNER-HAGEMAN
AND JENKINS IELEVATIGN=357.650
R/W
10,
MSN /9 PER. FT. 2:1
r.
V. Lvr a
401ES:
FINISHED. -SLOPES D. -SLOPES NEARER 14AN FIVE (5.0)'fEET, Tb - - - - - - SIDEYARD SLOPE TO .BE 27. FOR 10'
BUILDING FOUNDATIONS SHOULD BE GRADED;NO STEEPER OR TO PROPERTY LINE AS SHOWN
THAN -FIVE HORIZONTAL 'TO ONE -VERTICAL (S, 1), A
VAR -
SLOPE RATIO OF TWO HORIZONTAL .10 ONE 'VER11CAL {2:1)r.FRONT P.L. ALL LOTS TO BE GRADED ACCORDING
SHOULD PROVIDE ADEQUATE, STABILITY FOR tOPES. TO THE TYPICAL DETAIL
FARTHER THAN FIVE, (5.0) FEET, FROM FOGING.: LINE S.
FINISH GRADING SWALES TO BE
DONE BY BUILDER AT "I"IME OF HOUSE
CONSTRUCTION. SAID FINISH GRADING AND SWALE S
TO BE SIGNED OFF BY THE ENGINEER.
DfICA LOT !ZRADING
22 W
DmAng. He. D,\GRP\ fS560tG
BATEY: GRA -0190
TRACT 569-6 UNIT C -
,A
TEMPORARY
TURNAROUND
A
TYPICAL STEP SEC71ON
B B
R/w
5'
CD
°= PAD
VARIES
2., 1, MAX,
TYPICAL. S TEP SECT/0N
W
SIDE YARD 0 R.O..
SOIL "CALCULATIONS
BENCH MARK USED: ��V,OFES
COPPER POINT IN 6" CONCRETE MONUMENT 0 CL JENKINS
ROAD AND MEAD AM ROAD WITH RCE TAG 2777 DATED --No. 35473
4-30-41 14' DEEP E LE VATION 356,242 EXP. 9-30-99
PER KCSFB 665-A PG.44
KEY MAP
Lu
w
MCINITY MAP.
N.T.S.
TO BE "Wo
MMI31 1AA11, luf M '. SRI I
SCALE: 1 1* = 200'
uj
Z
THE SOIL CALCULATIONS ARE BASED ON GRADING
LINES AND ELEVATIONS SHOWN ON THE. DRAWINGS
AND ARE FOR PERMIT PURPOSES ONLY. ACTUAL
QUANTITIES OF EARTHWORK COULD VARY FROM
THAT STATED DEPENDING UPON V01.NG SOIL
DENSITIES AND ON THE, DEGREE,,,,OFSITE .,PREPA-
RATION ACTUALLY PERFORMED IN THE FIELD.
\I
TRACT N0. 5-606 UNIT
GRADING PLAN
SmithTech�USA
INCORPORATED
BANK OF AMERICA TOWER
1430 TRUXTUN AVE. -SUITE 720
.,BAKERS'FIELD,QA 93301
(805) 327 7"
-8492 FAX 328493
ROBERT E. SMITH RCE, 35473 DATE
JOB NO. - 96-109.01 SHEET 1 OF 2, HEETS
L-.- NOTE
-ADDITIONAL NOTE S
A. q-dQMPAICTION
1, SUBGRADE TO BE DETERMINED BY CONTRACTOR. CONTRACTOR, BE RES
PONSIBLE FOR PROVIDING PROPER SUBGRADE.
UNLESS OTHERWISE 'SPECIFIED HEREIN,,. -T+ -4E TERMS
"COMPACTION' OR '"COMPACTED7'. WIIEREMEA USED OR
2. CONSTRUCTION SUR*
-n -'YS REQUIRED TO PERFORM THE SPECIfIED EARTHWORK
IMPLIED WITIiIN.-THIS. REPORT, S44OULD : BE INTERPRETED
WILL BE PROVIDED ONCE BY THE CIVIL ENGINEER.AKI
THE COST FOR REST G N
AS COMPACT -ION TO NINETY (90.0) PtRCENT,OF THE
SHALL BE BORNE BY THE CONTRACTOR.
MAXIMUM DENSITY. OBTAINABLE. BY AS.T.U, TEST METHOD
1)1557--o78,,: OETHOD..A
3. THE CONTRACTOR SHALL FURNISH ALL WATER REQUIRED FOR CDONSTRUCTION
AND DUST,CON7ROL.
-
B. OPTIMUM,, MOISTURE
TURE
4. REVISIONS M GRADING DESIN WILL BE MADE -ONLY AT THE REQUEST OF
THE TERM-�IbPTIUM. MOISTURE'* WHEREVER USED. OR
THE DEVELOPER AND WILL BE CHARGED AS EXTRAS.
WITHIN THIS REPORT SHOULD BE INTERPRETED
AS THAT OBTAINED BY THE ABOVE 'DESCRIBED TEST
METHOD. -
THE FOLLOWING NOTES OR REQUIREMENTS REPRESENT A MINIMUM.
C. STRIPPING
1. ALL GRADING SHALL CONFORM WITH KERN COUNTY GRADING CODE AND STAN-
DARDS PERTAINING THERETO.
PRIOR TO SOIL'COMPACTION, EASING GROUND SURFACES
SHOULD BE_ .'STRIPPED OF SURFACE VEGETA. . A
MON
2. ALL CUT AND FILL SLOPES, SHALL NOT BE STEEPER THAN 2- HORIZONTAL TO
STRIPPING -DEPTH OF :Of '�1..0)ANCH S.,MWW BE
1 'VERTICAL
ADEQUATE.p..INNO: INSTANCE, SHOULk.S.-TRIPPED MATERIAL
BE `USED AS ENGINEERED FILL OR `BLENDED 'WITH -AND
3. FILL AREAS SLOPING STEEPER THAN 5:1 SHALL BE KEYED AND BENCHED TO
COMPACTED IN' ORIGINAL. GROUND.
SUPPORT FILL (SEE SHEET G-4)
D. GROUND SURFACE I E PREPARATION
4. ALL FILL AREAS SHALL BE CLEARED OF ALL VEGETATION AND OTHER UNSUI-
TABLE MATERIAL. FOR A STRUCTURAL FILL AND THE AREAS SCARIFIED To A
PROPOSE(? STRUCTURE AREAS:
DEPTH OF 6 INCHES.
S. FILL MATERIALS SHALL BE PLACED IN LAYERS NOT EXCEEDING 6 INCHES IN
GROUND -SURFACES IN. THE. PROPOSED BUILDING AREA
COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT
SHOULD BE :COMPACTED IN;ACCORDANCE TH THE W1, F WING
OLLO
BY APPROVED METHOD.
PROCEDURES:,"
6. ALL. FILL TO BE COMPACTED TO A MINIMUM OF 90% DENSITY OF THE MAXIMUM
I., SCARIFY. EARTH j4MRIAL TO A
DENSITY AND SO CERTIFIED BY TESTS AND REPORTS PERFORMED BY A SOILS
MINIMUN -DEPTHOF 12 INCHES
ENGINEER.
BELOW,• FINISHED - PO, GRADE (CUT
'ARE Ai :,OR. TO A MINIMUM: DEPTH Of
7. BERMS OR DRAINAGE DEVICES SHALL BE PLACED AT THE TOP OF ALL FILL
12 'INCHES BELOW THE, EXISTING
SLOPES.
GROUND. SURFAaf '(f -ILL -AREAS
8. SURFACE DRAINAGE. TO' 2% TOWARD APPROVED DRAINAGE. (LIMITED WAIVERS
WHICHEVER IS DEEPER.
TO ALLOW 1.0% DRAINAGE FROM THE BUILDING PAD MAY BE ALLOWED IF WAIVED
.2. MOISTEN:,SOILS,TO NEAR THE.
PER :SECTION 17.28.130i)
OPTIMUM.'MOISTURE'.OR TOA
9. QUANTITY OF EARTH TO. BE:MOVED; CUT, JM,. CUBIC YARDS. FILL SW
MOIt'TURE-.:CONTENT CONSISTENT
CUBIC YARDS. IMPORT OR EXPORT .0 CUBIC YARDS.
Willi EFFECTIVE :COMPACTION. AND.
SOIL STABILITY.
10. ALL FILL. MATERIAL SHALL NOT CONTAIN DETRIMENTAL AMOUNTS OF ORGANIC
MATTER. NO ROCK OR IRREDUCIBLE MATERIAL WITH A MINIMUM DIMENSION
3. COMPACT MOISANED,SOILS TO, A
GREATER .THAN 12 INCHES SHALL BE BURIED OR PLACED IN FILLS.
MiNUIUMA OF N1NET-Y(90.b),
PERCENT .OF.THE. MMUM AXIDENSITY
11. EROSION AND 'SEDIME.NTAIJON'WILL BE CONTROLLED BY BERMS, PLANTING,
OBTAINED BY A.S.T.M. -TEST
RIPRAP -OR OTHER MATERIALS.
METHOD 7 9, -MEM:A)!1
j
1.2. GRADING WORK WILL BE SUPERVISED BY AN ENGINEER AS ENGINEERED
4. WORK,. -TO LINES AT. LEAST :FIVE (5.0) FEET
GRADING. IN ACCORDANCE WITH; -THE KERN COUNTY GRADING CODE.
BEYOND .THE OUTSIDE EDGES OF EXTERIOR
FQ011NGS AND TWO (2.0). FEET BEYOND
PAVEMENT EDGES.
PAVEMENT AR
PRIVATE ENGINEERS NOTICE TO CONTRACTOR
GROUND SURFACES TO RECEIVE CONCRETE DRIVEWAY AND
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES
BITUMINOUS, PAVEMENTS SHOULD BE, 1 CAWa AND
SHOWN ON THESE PLANS ARE:OBTAINEDBY A SEARCH OF 114E AVAILABLE RECORDS.
COMPACTED.: TO A MINIM- --KPTH- OF TWELVE t
'
TO THE BEST OF OUR:KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS
.BE1O.W
INCHES - 'THE. GRADING.- PL=ANE IN - -CUT, AREAS - OR TO.
SHOWN ON THIS MAP.
TWELVE IN AREAS -.JO RECEIVE FILL
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT
ENGINEERED FILL PLACED IN,:PROPOStb,.-FAVEMENT
THE .UTILITY LINES SHOWN AND ANY OTHER LINES, NOT OFRECORD OR NOT'SHOWN ON
..AREAS
SHOLILD CONF 0. THE RE IRE E . TS::QF,,SE'C ON 5A
THIS DRAWING-
PLACIN .G SPREADING: AND -:1COUP" -TING. f., LL., ERIALS.
ENGINEER SHALL NOT, BE RESPONSIBLETHE CCU
FOR A RACY OR COMPLETENESS- OF
..MAT
OF, AP PENDIX,
ANY .SUCH INFORMATION. -Off DATA.
'H
UNDERGROUND SERVICE - ALERTSHALL BE 'CONTACTED TWO WORKING DAYS PRIOR TO
COMPACTION IN PROPOSED PAVEMENT- AREAS ,-'S4oI0JtD B- -
CONSTRUCTION, 1-800-642-2444
RN
MINIMUM,.OF-N .NINETY -(0,0.0,).PERdt4T;,,OFI�t,�K�E*,-kOm. ul
DEVELOPER *SHA T THORITIES
.111E RESPONSIBLE FOR CONTACTING THE APPROPRIATE, AU
D T
ENS TY:'AS OBTAINED BY A-S.Tk.TEST"--.vD4
REGARDING LOCATION AND MODIFICATION OF -ABANDONED WELLS PRIOR TO GRADING.
-D
ME414 :M SHOULD. EXTEND TO A;.414" -
DISTANCE OF -TWO (2.0). FEE T YOND, THE OUTSIDE EDGES
OF PAVEMENT.
E. ENGINEERED FILL.
EARTH .MATERIALS OQTNNM0:S1TE ARE.: ACCEPTABLE FOR
USE - AS ;ENGINEERED FILL POWIDED'TH A AS E*
T ALL GRASSES
WEEDS. AND OTHER. DELETEk=S' DEBRIS ARE FIRST
REMOVED.
ENGINEERED FILL MATERIALS SHOULD BE PLACED IN THIN
LAYERS- (LESS THAN TEN (10,0) INCHES UNCOMPAClED -
THICKNESS) BROUGHT TO NEAR THE OPINU4 MOISTURE
REAR P. -L.
CONTENT :OR TO A MOISTURE CONTENT COMMENSURAIEWilli.
EFFECTIVE COMPACTION, AND. SOIL STABILITY AND
COMPACTED 'TO A MINIMUM OF NINETY -(90:0) PERCENT'OF
THE MAXIMUM, DE NSITY, OBTAINABLE BY A.S.T.M. TEST
VARIES
METHOD D1557-78 �'PLACING 'PREADING-AND"COMPACTING
41LL MATERIALSO IN APPENDIX, A.
F. :DRAINAGE
4(</
FINISHED -GAOU01,13RADES: ADJ4ENT10-Z
���
BUILDINGS SHOULD BE SLOPED TO SITZ FREE -
WE
2'% t
2%
DRAINAGE. AWAY FROM THE -FOUNDA11ON& V: AREAS'
4 BUILDING
SHOULD BE.:0ONSTRUCT-ED, THAT WOULD ALLOW -DRAINAGE
PAD
GENERATED. ON THE, SITE. OR WATER -IMPING, ING,. UPON` THE
SITE FROMIOUTS-IDE-10URCES, TO,.'Pft:'N ffQ01IN6S AND
SLABS- 9k.'BEJHIND: CU
R/ wuv
10,
2_1
FL
6�1
20'
,.2'o
to mat mut- ri_
/fizz .33' x 5' SIDEWALK
PER PLATE R-53 OF K.C.D.S4
TYPE 2-A (TYP)
CA c
-'4175
A2-6 OM & GUTTER
PER PLATE R-4.3 Of K.(,D.S.
CROSS SECTIgN 60 L/W r1p
.ATE R-9 N.T.S.
TYPE "A" LOCAL STREET
BENCH- ARK SET:
CHISELED SQUAF E ON TOP OF CURB 1V EAST OF EAST
END OF CURS -R
TURN ON SOUTHEAST CORNER-HAGEMAN
AND JENKINS IELEVATIGN=357.650
R/W
10,
MSN /9 PER. FT. 2:1
r.
V. Lvr a
401ES:
FINISHED. -SLOPES D. -SLOPES NEARER 14AN FIVE (5.0)'fEET, Tb - - - - - - SIDEYARD SLOPE TO .BE 27. FOR 10'
BUILDING FOUNDATIONS SHOULD BE GRADED;NO STEEPER OR TO PROPERTY LINE AS SHOWN
THAN -FIVE HORIZONTAL 'TO ONE -VERTICAL (S, 1), A
VAR -
SLOPE RATIO OF TWO HORIZONTAL .10 ONE 'VER11CAL {2:1)r.FRONT P.L. ALL LOTS TO BE GRADED ACCORDING
SHOULD PROVIDE ADEQUATE, STABILITY FOR tOPES. TO THE TYPICAL DETAIL
FARTHER THAN FIVE, (5.0) FEET, FROM FOGING.: LINE S.
FINISH GRADING SWALES TO BE
DONE BY BUILDER AT "I"IME OF HOUSE
CONSTRUCTION. SAID FINISH GRADING AND SWALE S
TO BE SIGNED OFF BY THE ENGINEER.
DfICA LOT !ZRADING
22 W
DmAng. He. D,\GRP\ fS560tG
BATEY: GRA -0190
TRACT 569-6 UNIT C -
,A
TEMPORARY
TURNAROUND
A
TYPICAL STEP SEC71ON
B B
R/w
5'
CD
°= PAD
VARIES
2., 1, MAX,
TYPICAL. S TEP SECT/0N
W
SIDE YARD 0 R.O..
SOIL "CALCULATIONS
BENCH MARK USED: ��V,OFES
COPPER POINT IN 6" CONCRETE MONUMENT 0 CL JENKINS
ROAD AND MEAD AM ROAD WITH RCE TAG 2777 DATED --No. 35473
4-30-41 14' DEEP E LE VATION 356,242 EXP. 9-30-99
PER KCSFB 665-A PG.44
KEY MAP
Lu
w
MCINITY MAP.
N.T.S.
TO BE "Wo
MMI31 1AA11, luf M '. SRI I
SCALE: 1 1* = 200'
uj
Z
THE SOIL CALCULATIONS ARE BASED ON GRADING
LINES AND ELEVATIONS SHOWN ON THE. DRAWINGS
AND ARE FOR PERMIT PURPOSES ONLY. ACTUAL
QUANTITIES OF EARTHWORK COULD VARY FROM
THAT STATED DEPENDING UPON V01.NG SOIL
DENSITIES AND ON THE, DEGREE,,,,OFSITE .,PREPA-
RATION ACTUALLY PERFORMED IN THE FIELD.
\I
TRACT N0. 5-606 UNIT
GRADING PLAN
SmithTech�USA
INCORPORATED
BANK OF AMERICA TOWER
1430 TRUXTUN AVE. -SUITE 720
.,BAKERS'FIELD,QA 93301
(805) 327 7"
-8492 FAX 328493
ROBERT E. SMITH RCE, 35473 DATE
JOB NO. - 96-109.01 SHEET 1 OF 2, HEETS